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缺氧/好氧强化生物絮凝—生物膜过滤处理生活污水

Anoxic/oxic enhanced bio-flocculation plus bio-filter process for treatment of sewage

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【作者】 杨华仙黄慎勇马林伟

【Author】 Yang Huaxian Huang Shenyong Ma Linwei (Southwest Municipal Engineering Design & Research Institute of China,Chengdu 610081,China)

【机构】 中国市政工程西南设计研究院中国市政工程西南设计研究院 成都610081成都610081

【摘要】 研究了缺氧/好氧强化生物絮凝—生物膜工艺对生活污水CODCr、NH3—N、TN、TP、浊度的去除效能和机理。试验结果表明:缺氧池、絮凝池的最佳HRT之比为3.6/2.4;絮凝池最佳DO为0.5mg/L;最佳流量为4m3/d。在最佳工艺运行参数条件下,CODCr、NH3—N、TN、TP、浊度的平均去除率分别为95.05%、44.91%、39.43%、63.46%、71.03%,出水CODCr、SS达到《城镇污水处理厂污染物排放标准》(GB 18918—2002)一级B标准,TP接近达标。

【Abstract】 A full-scale experiment was conducted on treatment of swage by anoxic/oxic en- hanced bio-flocculation plus velocity-changed bio-filter process.The experimental results showed that the optimal working conditions were anoxic tank HRT of 3.6h,oxic tank HRT of 2.4h and DO of 0.5mg/ L,flow quantity of 4m3/d.The removal of CODCr was 95.05%,those of NH3-N,TN,TP and turbid de- gree were 44.91%,39.43%,63.46%,and 71.03% respectively.The quality of the effluent can partially meet the Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant (GB 18918-2002).

  • 【文献出处】 给水排水 ,Water & Wastewater Engineering , 编辑部邮箱 ,2007年S1期
  • 【分类号】X703.1
  • 【下载频次】171
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